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contributor authorBriccola, Deborah
contributor authorOrtiz, Michael
contributor authorPandolfi, Anna
date accessioned2017-11-25T07:15:58Z
date available2017-11-25T07:15:58Z
date copyright2016/1/12
date issued2017
identifier issn0021-8936
identifier otherjam_084_03_031001.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4233764
description abstractWe provide experimental evidence of the mitigation properties of metaconcrete under blast loading. Mitigation is achieved through resonance of engineered aggregates consisting of a heavy and stiff core coated by a light and compliant outer layer. These engineered aggregates replace the standard gravel in conventional concrete. To assess experimentally the attenuation properties of metaconcrete, we have cast two batches of cylindrical specimens. The mortar matrix of the first batch consists of cement combined with a regular sand mix, while the mortar matrix of the second batch consists of cement combined with sand mix, fine gravel, and polymeric fibers. One of the specimens of each batch was cast with no aggregates, while the other two contained 40 and 60, respectively, randomly arranged 22 mm diameter commercially available computer mouse balls. We performed nondestructive dynamic tests by applying a 10 V amplitude periodic signal to one end of the specimens and measuring the amplitude of the transmitted signal received at the other end. We observed a remarkable 2 order of magnitude reduction in the amplitude of the transmitted signal in metaconcrete relative to conventional concrete.
publisherThe American Society of Mechanical Engineers (ASME)
titleExperimental Validation of Metaconcrete Blast Mitigation Properties
typeJournal Paper
journal volume84
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4035259
journal fristpage31001
journal lastpage031001-6
treeJournal of Applied Mechanics:;2017:;volume( 084 ):;issue: 003
contenttypeFulltext


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